1. refer to drawing sss2-arc-cv-dwg-0003 for typical … ·...
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DEFENCE JOINTLOGISTICS UNIT
(DJLU)
WAREHOUSE 2
DEFENCE JOINTLOGISTICS UNIT
(DJLU)
INTERNAL ROAD
INTERNAL
(MC01)
ROAD (MC02)
OSD
BASI
N 01
SUBJ
ECT
TO F
UTUR
E AP
PLIC
ATIO
N
BASIN 01 OUTLET PIT, REFERDRAWING SS2-ARC-CV-DWG-0411 CH 150.000
CH250.000
SAG 204.534
MC01
TP 21.589
CH 300.000
CH 200.000TP 0.120
R33.000
CH 100.000CH 0.000
CH 50.000
SCOUR PROTECTION WORKS ANDLOCAL CHANNEL SHAPING AT OUTLET
BOLLARDS FOR SCREENING
Date Plotted: 26 Jun 2017 - 02:59PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0201-CivilAndStormwaterPlanSheet1.dwgSSS2-ARC-CV-DWG-0201-CivilAndStormwaterPlanSheet1.dwg 0201 04
V1
CIVIL AND STORMWATER PLAN
SHEET 1
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
1 : 1000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
02 F
OR C
ONTI
NUAT
ION
0
1 : 1000
20 40 60 80 100m
REFER TO DRAWING SSS2-ARC-CV-DWG-0204 FOR CONTINUATION
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED TRUNK STORMWATER DRAINAGENETWORK
PROPOSED TRUNK STORMWATER DRAINAGENETWORK (BY OTHERS)
PROPOSED ON SITE DETENTION BASINS
RETAINING WALL (EXCLUDES BASIN WALLS)
NOTES1. REFER TO DRAWING SSS2-ARC-CV-DWG-0003 FOR TYPICAL ROAD
CROSS SECTIONS.
2.0
2.0
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12.00
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OSD BASIN ROAD CROSSING
WAREHOUSE 3 WAREHOUSE 4 WAREHOUSE 6
WAREHOUSE 5
INTERNAL (MC01)ROAD
(MC0
3) R
OAD
INTE
RNAL
INTE
RNAL
ROAD
(MC-
IVT1
)
(MC-
ITV2
) R
OAD
OSD BASIN 01 OSD BASIN 01 OSD BASIN 02
CH 750.000
CH 950.000
CH350.000
CH 450.000
CH 550.000
CH 650.000
CH 850.000
CREST 692.534
CH 600.000
CH 700.000
CH 500.000
CH 800.000
CH 300.000
CH 400.000
CH 900.000
DEFENCE JOINT LOGISTICS UNIT(DJLU)
OSD BASIN ROAD CROSSING
Date Plotted: 26 Jun 2017 - 12:22PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0202-CivilAndStormwaterPlanSheet2.dwgSSS2-ARC-CV-DWG-0202-CivilAndStormwaterPlanSheet2.dwg 0202 04
V1
CIVIL AND STORMWATER PLAN
SHEET 2
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
1 : 1000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
03 F
OR C
ONTI
NUAT
ION
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
01 F
OR C
ONTI
NUAT
ION
0
1 : 1000
20 40 60 80 100m
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED TRUNK STORMWATER DRAINAGENETWORK
PROPOSED TRUNK STORMWATER DRAINAGENETWORK (BY OTHERS)
PROPOSED ON SITE DETENTION BASINS
RETAINING WALL (EXCLUDES BASIN WALLS)
NOTES1. REFER TO DRAWING SSS2-ARC-CV-DWG-0003 FOR TYPICAL ROAD
CROSS SECTIONS.
2.0
2.0
REFER TO DRAWING SSS2-ARC-CV-DWG-0205 FOR CONTINUATION
1 34 5 6
2
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AutoCAD SHX Text17.03
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-
EP
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CH 950.000
CH 1050.000
CH 1150.000
CH 1250.000
CH 1000.000
CH 1300.000
CH 1100.000
CH 1341.094
SAG 1207.492CH 1200.000
WAREHOUSE 6 WAREHOUSE 7
WAREHOUSE 8
INTERNAL (MC01)(M
C04)
INTE
RNAL
ROAD R
OAD
INTE
RNAL
ROAD
(MC-
IVT3
)RO
AD (M
C-IV
T3)
OSD BASIN 02
OSD
BASI
N 02
OSD BASIN ROAD CROSSINGOSD BASIN ROAD CROSSING
SCOUR PROTECTION WORKSAND LOCAL CHANNEL SHAPINGAT OUTLET
BOLLARDS FOR SCREENING
BASIN 02 OUTLET PIT REFERDRAWING SS2-ARC-CV-DWG-0412
Date Plotted: 26 Jun 2017 - 12:28PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0203-CivilAndStormwaterPlanSheet3.dwgSSS2-ARC-CV-DWG-0203-CivilAndStormwaterPlanSheet3.dwg 0203 04
V1
CIVIL AND STORMWATER PLAN
SHEET 3
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
1 : 1000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
02 F
OR C
ONTI
NUAT
ION
0
1 : 1000
20 40 60 80 100m
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED TRUNK STORMWATER DRAINAGENETWORK
PROPOSED TRUNK STORMWATER DRAINAGENETWORK (BY OTHERS)
PROPOSED ON SITE DETENTION BASINS
RETAINING WALL (EXCLUDES BASIN WALLS)
NOTES1. REFER TO DRAWING SSS2-ARC-CV-DWG-0003 FOR TYPICAL ROAD
CROSS SECTIONS.
2.0
2.0
REFER TO DRAWING SSS2-ARC-CV-DWG-0206 FOR CONTINUATION
14 5 6
2 3
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-
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16.00
CH 150.000
SAG 163.151
CH 0.000
CH 50.000
CH 100.000
CH 150.000
CH 200.000
CH 250.000
CH 300.000
CREST 168.949
SAG 290.391
CH 0.000
TP 44.772
TP 79.470CH 50.000
CH 100.000
SAG 44.255
CREST 101.483
MOOREBANK
MPW CULVERT WORKS SUBJECTTO SEPARATE APPROVAL
ANY EXISTING STORMWATER TO BE CONFIRMEDDURING DETAIL DESIGN AND EXTENDED TOMOOREBANK AVENUE DRAINAGE AS REQUIRED
BOLLARDS FORSCREENING
BOLLARDS FOR SCREENING
BASIN 09 OUTLET PIT, REFERDRAWING SSS2-ARC-CV-DWG-0413
BASIN 10 OUTLET PIT, REFERDRAWING SSS2-ARC-CV-DWG-0414
DEFENCE JOINTLOGISTICS UNIT
(DJLU)
WAREHOUSE 1
INTERNAL
INTERNAL ROAD (MC51)
ROAD (MC02)
OSD
BASI
N 09
OSD BASIN 10
SUBJ
ECT
TO F
UTUR
E AP
PLIC
ATIO
N
AVENUE (MC50)
DRAINAGE NOT PART OFMPE STAGE 2 WORKS
DISPLAY SUITE (DA 1079 - SUBJECTTO SEPARATE APPROVAL)
CONNECT TO EXISTING STORMWATER
Date Plotted: 26 Jun 2017 - 01:06PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0204-CivilAndStormwaterPlanSheet4.dwgSSS2-ARC-CV-DWG-0204-CivilAndStormwaterPlanSheet4.dwg 0204 04
V1
CIVIL AND STORMWATER PLAN
SHEET 4
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
1 : 1000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
REFER TO DRAWING SSS2-ARC-CV-DWG-0201 FOR CONTINUATION
0
1 : 1000
20 40 60 80 100m
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED TRUNK STORMWATER DRAINAGENETWORK
PROPOSED TRUNK STORMWATER DRAINAGENETWORK (BY OTHERS)
PROPOSED ON SITE DETENTION BASINS
RETAINING WALL (EXCLUDES BASIN WALLS)
NOTES1. REFER TO DRAWING SSS2-ARC-CV-DWG-0003 FOR TYPICAL ROAD
CROSS SECTIONS.
2.0
2.0
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
05 F
OR C
ONTI
NUAT
ION
1 35 62
4
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AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
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AutoCAD SHX Text15.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
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AutoCAD SHX Text16.0
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AutoCAD SHX Text18.0
AutoCAD SHX Text18.0
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AutoCAD SHX Text18.0
AutoCAD SHX Text19.0
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AutoCAD SHX Text19.0
AutoCAD SHX TextDP 1048263
AutoCAD SHX Text1
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
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AutoCAD SHX TextGP
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AutoCAD SHX TextGP
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AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextGP
AutoCAD SHX TextBM_PIT/0003
AutoCAD SHX TextBM_PIT/0004
AutoCAD SHX TextBM_PIT/0002
AutoCAD SHX TextBM_PIT/0001
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextUN_PIT
AutoCAD SHX TextUN_PIT
AutoCAD SHX TextUN_PIT
AutoCAD SHX TextUN_PIT
AutoCAD SHX TextUN_PIT
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
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AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
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AutoCAD SHX TextB
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-
1
DP1197707
1
DP1197707
1
DP1197707
1
DP1197707
EC
EC
EC
EC
EC
EC
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EP
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\ \ \ \ \ \ \ \\ \ \ \
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
CH 150.000
CH 200.000
SAG 163.151
CREST 221.096
CH 300.000
CH 350.000
CH 400.000
CH 450.000
CH 500.000
CH 550.000
CH 600.000
CH 650.000
CH 700.000
CH 750.000
CH 800.000
CH 850.000
CH 900.000
CH 950.000
CREST 370.196
SAG 454.446
CREST 540.196
SAG 610.196
CREST 680.196
SAG 750.196
CREST 820.196
SAG 890.196
CREST 960.196
WAREHOUSE 5
MOOREBANK (MC50)
(MC51)
AVENUE
INTE
RNAL
ROAD
(MC-
IVT1
)
(MC-
ITV2
) R
OAD
INTE
RNAL
OSD BASIN 10
FUTURE TERMINALEXPANSION
MPE STAGE 1(SSD 6766 - SUBJECT TO SEPARATE APPROVAL)
Date Plotted: 26 Jun 2017 - 10:23AM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0205-CivilAndStormwaterPlanSheet5.dwgSSS2-ARC-CV-DWG-0205-CivilAndStormwaterPlanSheet5.dwg 0205 04
V1
CIVIL AND STORMWATER PLAN
SHEET 5
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
1 : 1000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
REFER TO DRAWING SSS2-ARC-CV-DWG-0202 FOR CONTINUATION
0
1 : 1000
20 40 60 80 100m
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED TRUNK STORMWATER DRAINAGENETWORK
PROPOSED TRUNK STORMWATER DRAINAGENETWORK (BY OTHERS)
PROPOSED ON SITE DETENTION BASINS
RETAINING WALL (EXCLUDES BASIN WALLS)
NOTES1. REFER TO DRAWING SSS2-ARC-CV-DWG-0003 FOR TYPICAL ROAD
CROSS SECTIONS.
2.0
2.0
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
04 F
OR C
ONTI
NUAT
ION
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
06 F
OR C
ONTI
NUAT
ION
1 34 6
25
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AutoCAD SHX Text15
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AutoCAD SHX Text15
AutoCAD SHX Text15
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AutoCAD SHX Text15
AutoCAD SHX Text15
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-
IN
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/ / / / / / / / / / / / /
MOOREBANK AVENUE (MC50)
OSD
BASI
N 02
(MB0
2)
WAREHOUSE 8
INTE
RNAL
ROAD
(MC-
IVT3
)OSD BASIN 10
MPE STAGE 1(SSD 6766 - SUBJECT TO SEPARATE APPROVAL)
CH 1467.961
CH 1528.340
CH 950.000
CH 1000.000
CH 1050.000
CH 1100.000
CH 1150.000
CH 1200.000
CH 1250.000
CH 1300.000
CH 1350.000
CH 1400.000
CH 1450.000
CH 1500.000
CREST 960.196
SAG 1030.196
CREST 1100.196
SAG 1170.196
CREST 1240.196
SAG 1298.227
CREST 1378.196
OSD BASIN 03(SSD 5067 - SUBJECT TO SEPARATE APPROVAL)
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
REFER TO DRAWING SSS2-ARC-CV-DWG-0203 FOR CONTINUATION
0
1 : 1000
20 40 60 80 100m
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED TRUNK STORMWATER DRAINAGENETWORK
PROPOSED TRUNK STORMWATER DRAINAGENETWORK (BY OTHERS)
PROPOSED ON SITE DETENTION BASINS
RETAINING WALL (EXCLUDES BASIN WALLS)
NOTES1. REFER TO DRAWING SSS2-ARC-CV-DWG-0003 FOR TYPICAL ROAD
CROSS SECTIONS.
2.0
2.0
REFE
R TO
DRA
WIN
G SS
S2-A
RC-C
V-DW
G-02
05 F
OR C
ONTI
NUAT
ION
Date Plotted: 26 Jun 2017 - 11:52AM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0206-CivilAndStormwaterPlanSheet6.dwgSSS2-ARC-CV-DWG-0206-CivilAndStormwaterPlanSheet6.dwg 0206 04
V1
CIVIL AND STORMWATER PLAN
SHEET 6
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
1 : 1000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
1 34 5
26
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AutoCAD SHX Text14
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AutoCAD SHX Text14
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
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AutoCAD SHX Text15
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AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text16
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AutoCAD SHX Text14
AutoCAD SHX Text14
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text16
AutoCAD SHX Text16
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text14.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text15.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
AutoCAD SHX Text16.0
-
IP R
L 14.3
37 IP R
L 17.9
65
IP R
L 16.7
28
CRES
T CH
168.9
49
SAG
CH29
0.391
L=50 L=63 L=50VERTICAL CURVES K=9 K=9 K=360.39% 5.90% -0.90% 0.50%GRADIENT 1in254.7 1in16.9 1in-111.1 1in200
HORIZONTAL CURVES
0.000
14.13
7
4.000
14.14
05.0
0014
.141
8.000
14.14
09.0
0014
.140
16.00
014
.148
20.00
014
.147
28.00
014
.144
30.00
014
.146
32.00
014
.151
40.00
014
.178
14.17
841
.000
14.18
114
.181
42.00
014
.182
14.18
243
.000
14.18
214
.182
44.00
014
.184
14.18
4
52.00
014
.206
14.20
653
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14.20
914
.209
54.00
014
.214
14.21
456
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14.22
414
.224
57.00
014
.229
14.22
959
.000
14.23
714
.237
59.29
214
.239
14.23
960
.000
14.24
114
.242
80.00
014
.255
14.55
6
84.29
214
.251
14.68
1
100.0
0014
.285
15.31
1
109.2
9214
.317
15.81
2
114.2
8714
.336
16.10
6
120.0
0014
.380
16.42
6
140.0
0014
.529
17.26
7
145.7
8714
.555
17.42
9
160.0
0014
.610
17.67
6
168.9
4914
.643
17.71
9
177.2
8714
.679
17.68
118
0.000
14.69
617
.657
200.0
0014
.750
17.47
7
220.0
0014
.813
17.29
7
240.0
0014
.841
17.11
7
258.2
4914
.840
16.95
326
0.000
14.84
116
.937
280.0
0014
.840
16.82
3
283.2
4914
.843
16.81
5
290.3
9114
.847
16.80
8
300.0
0014
.862
16.82
1
CHAINAGE
EXISTING LEVEL
CONTROL STRING LEVEL
DATUM RL.9.00
MC50 LONGITUDINAL SECTIONSCALE: HORIZONTAL - 1:500
VERTICAL - 1:100
IP R
L 17.1
63
IP R
L 16.7
41
IP R
L 17.1
70
CRES
T CH
370.1
96
CRES
T CH
540.1
96
SAG
CH45
4.446
L=50 L=50 L=50 L=50 L=50VERTICAL CURVES K=36 K=50 K=50 K=50 K=500.50% -0.50% 0.50% -0.50%GRADIENT 1in200 1in-200 1in200 1in-200
HORIZONTAL CURVES
300.0
0014
.862
16.82
1
308.2
4914
.862
16.85
3
320.0
0014
.841
16.91
2
340.0
0014
.801
17.01
2
345.1
9614
.805
17.03
8
360.0
0014
.799
17.09
0
370.1
9614
.791
17.10
0
380.0
0014
.759
17.09
0
395.1
9614
.750
17.03
8
400.0
0014
.749
17.01
3
420.0
0014
.787
16.91
3
429.4
4614
.784
16.86
6
440.0
0014
.778
16.82
5
454.4
4614
.780
16.80
4
460.0
0014
.784
16.80
7
479.4
4614
.810
16.86
648
0.000
14.81
116
.869
500.0
0014
.843
16.96
9
515.1
9614
.878
17.04
5
520.0
0014
.871
17.06
7
540.0
0014
.907
17.10
754
0.196
14.90
817
.107
560.0
0014
.908
17.06
8
565.1
9614
.915
17.04
5
580.0
0014
.938
16.97
1
585.1
9614
.947
16.94
5
600.0
0014
.966
16.89
3
CHAINAGE
EXISTING LEVEL
CONTROL STRING LEVEL
DATUM RL.9.00
MC50 LONGITUDINAL SECTIONSCALE: HORIZONTAL - 1:500
VERTICAL - 1:100
EXISTING PAVEMENT TO REMAINEXTENT SHOWN FOR LINEMARKING
PURPOSES ONLY
MATCH EXISTING LEVELS
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
0
1 : 50
1 2 3 4 5m
Date Plotted: 26 Jun 2017 - 12:17PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0214-RoadLongitudinalSectionsSheet4.dwgSSS2-ARC-CV-DWG-0214-RoadLongitudinalSectionsSheet4.dwg 0214 03
V1
ROAD LONGITUDINALSECTIONSSHEET 4
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
H 1:250V 1:50
AHD
MGA01 ISSUE FOR SSD APPLICATION 19/10/201602 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
03 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
0
1 : 250
5 10 15 20 25m
-
IP R
L 16.8
20
IP R
L 17.1
70
IP R
L 16.8
20
IP R
L 17.1
70
IP R
L 16.8
20
CRES
T CH
680.1
96
CRES
T CH
820.1
96
SAG
CH61
0.196
SAG
CH75
0.196
SAG
CH89
0.196
L=50 L=50 L=50 L=50 L=50VERTICAL CURVES K=50 K=50 K=50 K=50 K=50-0.50% 0.50% -0.50% 0.50% -0.50% 0.50%GRADIENT 1in-200 1in200 1in-200 1in200 1in-200 1in200
HORIZONTAL CURVES
600.0
0014
.966
16.89
3
610.1
9614
.964
16.88
2
620.0
0014
.974
16.89
2
635.1
9614
.973
16.94
5
640.0
0014
.972
16.96
9
655.1
9614
.966
17.04
5
660.0
0014
.966
17.06
7
680.0
0014
.994
17.10
768
0.196
14.99
417
.107
700.0
0014
.999
17.06
8
705.1
9614
.998
17.04
5
720.0
0014
.996
16.97
1
725.1
9615
.001
16.94
5
740.0
0015
.001
16.89
3
750.1
9615
.015
16.88
3
760.0
0015
.023
16.89
2
775.1
9615
.039
16.94
5
780.0
0015
.044
16.96
9
795.1
9615
.071
17.04
5
800.0
0015
.080
17.06
7
820.0
0015
.111
17.10
782
0.196
15.11
217
.108
840.0
0015
.132
17.06
8
845.1
9615
.120
17.04
5
860.0
0015
.133
16.97
1
865.1
9615
.135
16.94
5
880.0
0015
.129
16.89
3
890.1
9615
.127
16.88
2
900.0
0015
.136
16.89
2
CHAINAGE
EXISTING LEVEL
CONTROL STRING LEVEL
DATUM RL.9.00
MC50 LONGITUDINAL SECTIONSCALE: HORIZONTAL - 1:500
VERTICAL - 1:100
IP R
L 17.1
70
IP R
L 16.8
20
IP R
L 17.1
70
IP R
L 16.8
20
CRES
T CH
960.1
96
CRES
T CH
1100
.196
SAG
CH10
30.19
6
SAG
CH11
70.19
6
L=50 L=50 L=50 L=50 L=50VERTICAL CURVES K=50 K=50 K=50 K=50 K=500.50% -0.50% 0.50% -0.50% 0.50%GRADIENT 1in200 1in-200 1in200 1in-200 1in200
HORIZONTAL CURVES
900.0
0015
.136
16.89
2
915.1
9615
.165
16.94
5
920.0
0015
.170
16.96
9
935.1
9615
.179
17.04
5
940.0
0015
.177
17.06
7
960.0
0015
.155
17.10
796
0.196
15.15
517
.107
980.0
0015
.191
17.06
8
985.1
9615
.200
17.04
5
1000
.000
15.21
416
.971
1005
.196
15.21
816
.945
1020
.000
15.20
116
.893
1030
.196
15.20
516
.882
1040
.000
15.20
416
.892
1055
.196
15.18
716
.945
1060
.000
15.18
316
.969
1075
.196
15.17
517
.045
1080
.000
15.17
217
.067
1100
.000
15.18
417
.107
1100
.196
15.18
417
.107
1120
.000
15.18
717
.068
1125
.196
15.19
117
.045
1140
.000
15.18
816
.971
1145
.196
15.18
716
.945
1160
.000
15.20
116
.893
1170
.196
15.21
916
.882
1180
.000
15.24
216
.892
1195
.196
15.26
016
.945
1200
.000
15.27
416
.969
CHAINAGE
EXISTING LEVEL
CONTROL STRING LEVEL
DATUM RL.10.00
MC50 LONGITUDINAL SECTIONSCALE: HORIZONTAL - 1:500
VERTICAL - 1:100
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
0
1 : 50
1 2 3 4 5m
Date Plotted: 26 Jun 2017 - 12:17PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0215-RoadLongitudinalSectionsSheet5.dwgSSS2-ARC-CV-DWG-0215-RoadLongitudinalSectionsSheet5.dwg 0215 03
V1
ROAD LONGITUDINALSECTIONSSHEET 5
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
H 1:250V 1:50
AHD
MGA01 ISSUE FOR SSD APPLICATION 19/10/201602 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
03 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
0
1 : 250
5 10 15 20 25m
-
IP R
L 17.1
70
IP R
L 16.8
14
IP R
L 17.9
76
IP R
L 15.1
08
CRES
T CH
1240
.196
CRES
T CH
1378
.196
SAG
CH12
98.22
7
L=50 L=50 L=52 L=50VERTICAL CURVES K=50 K=24 K=13 K=230.50% -0.50% 1.60% -2.50% -0.35%GRADIENT 1in200 1in-200 1in62.5 1in-40 1in-283.8
HORIZONTAL CURVES
1200
.000
15.27
416
.969
1215
.196
15.27
317
.045
1220
.000
15.30
317
.067
1240
.000
15.32
717
.107
1240
.196
15.32
717
.107
1260
.000
15.33
617
.068
1265
.196
15.34
217
.045
1280
.000
15.36
616
.971
1286
.323
15.38
516
.939
1298
.227
15.42
516
.910
1300
.000
15.43
316
.910
1311
.323
15.46
816
.946
1320
.000
15.50
217
.009
1336
.323
15.55
817
.214
1340
.000
15.57
717
.273
1357
.903
15.65
717
.560
1360
.000
15.66
617
.591
1378
.196
15.73
717
.722
1380
.000
15.74
317
.721
1383
.903
15.75
617
.709
1400
.000
15.80
817
.535
1409
.903
15.84
117
.326
1420
.000
15.85
317
.073
1440
.000
15.82
216
.573
1460
.000
15.69
316
.073
1467
.961
15.61
015
.874
1473
.617
15.53
815
.733
1480
.000
15.45
515
.582
1498
.617
15.21
315
.242
1500
.000
15.19
815
.223
CHAINAGE
EXISTING LEVEL
CONTROL STRING LEVEL
DATUM RL.10.00
MC50 LONGITUDINAL SECTIONSCALE: HORIZONTAL - 1:500
VERTICAL - 1:100
L=50VERTICAL CURVES K=23-0.35%GRADIENT 1in-283.8
HORIZONTAL CURVES
1500
.000
15.19
815
.223
1520
.000
15.05
715
.035
1523
.617
15.02
715
.020
1528
.340
15.00
315
.003
CHAINAGE
EXISTING LEVEL
CONTROL STRING LEVEL
DATUM RL.10.00
MC50 LONGITUDINAL SECTIONSCALE: HORIZONTAL - 1:500
VERTICAL - 1:100
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
0
1 : 100
2 4 6 8 10m
0
1 : 500
10 20 30 40 50m
Date Plotted: 26 Jun 2017 - 12:16PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0216-RoadLongitudinalSectionsSheet6.dwgSSS2-ARC-CV-DWG-0216-RoadLongitudinalSectionsSheet6.dwg 0216 03
V1
ROAD LONGITUDINALSECTIONSSHEET 6
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
J.WOOD
K.MCAREAVEY
M.KEFFORD
H 1:250V 1:50
AHD
MGA01 ISSUE FOR SSD APPLICATION 19/10/201602 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
03 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
-
(A
5)
(A
1)
(A
3)
(A
4)
(A
6)
(B
)
(A
8)
(B
2)
(A
6)
(B
2)
(A
1)
(A
1)
(A
2)
(E
)
(B
)
(E
)
(B
)
(E
)
(B
)
(E
)
(L
)
(L
)
(S
)
(S
)
(B
1)
(B
1)
(B
2)
(A
1)
(A
1) (A
1)
(B
2)
(B
2)
(A
1)
(A
8)
(A
8)
(R
)
(R
)
(R
)
(R
)
(R
)
(R
)
(A
8)
(A
8)
(A
1)
DEFENCE JOINT LOGISTICS UNIT
MPE STAGE 2
AVENUEMOOREBANK
MPE STAGE 1
S45.53ha
PR DNSC4.88ha
MOORE5.49ha
MPEWEST
11.57haS3
6.11haS2
6.11ha
MPW 10.10ha
S15.78ha
*S53.30ha
* * **
OSD1E1.85ha
MAR10.68ha
MR012.47ha
WAREHOUSE2A2.83ha
WAREHOUSE2B2.95ha
MR071.96ha
MR06 1.81ha
WAREHOUSE3A1.14ha
WAREHOUSE3BB0.56ha
MR022.91ha
MR031.12ha
WAREHOUSE5A0.89ha
WAREHOUSE5B0.89ha
MR041.83ha
MR051.17ha
WAREHOUSE4A1.23ha
WAREHOUSE4B1.21ha
WAREHOUSE6A1.06ha
WAREHOUSE6B1.04ha
WAREHOUSE7A1.23ha
WAREHOUSE7B1.21ha
WAREHOUSE8A0.89ha
WAREHOUSE8B0.89ha
MR082.04ha
MR091.14ha
MR101.05ha
MR111.19ha
OSD2A1.15haMR120.92haWAREHOUSE3BA
0.57ha
PR 3.10.28ha
S RD 12.64ha
PR MOOREBANKBYPASS0.28haASSUMED CATCHMENT FOR BASIN 2 SIZING
PR BYPASS 20.53haCATCHMENT DIVERTED EXTERNAL TO SITE
PR BYPASS 10.59haCATCHMENT FOR MPE STAGE 1 WORKSUNDER SEPARATE APPLICATION
PR 3.20.20ha
PR 3.30.18ha
CATCHMENT FOR BASIN 10 SIZING
MAR21.34ha
OSD1C0.35ha
OSD1D0.37ha
OSD2C0.33ha
OSD2B0.37ha
MAR30.47ha
MAR40.99ha
POTENTIAL FUTURE WORKS
MPW STAGE 2(SSD 5067 - SUBJECT TOSEPARATE APPROVAL)
Date Plotted: 26 Jun 2017 - 12:20PM File Name: F:\AA009335\3_SSS2\CV\DWG\SSS2-ARC-CV-DWG-0432-ProposedCatchmentPlan.dwgSSS2-ARC-CV-DWG-0432-ProposedCatchmentPlan.dwg 0432 04
V1
PROPOSED CATCHMENT
PLAN
PRELIMINARY ONLYNOT TO BE USED FOR CONSTRUCTION
J.WOOD
S.NG
S.NG
M.KEFFORD
1:4000
AHD
MGA01 DRAFT ISSUE FOR SSD APPLICATION 16/09/201602 ISSUE FOR SSD APPLICATION 19/10/2016
03 ISSUE FOR SSD APPLICATION.INCORPORATING CLIENT COMMENTS 28/10/2016
04 ISSUE FOR SSD APPLICATION (RESPONSE TO SUBMISSIONS) 26/06/2017
Issue
Description
Date
100mm on Original
Project
Title
Client
Project No.
IssueDrawing No.
Filename:
Status
Grid
Original
Size
Scales
Checked
Designed
Drawn
Height
Current Issue Signatures
A1
Datum
Approved
AA009335
MOOREBANK PRECINCT EAST(MPE) STAGE 2
Arcadis Australia Pacific Pty Limited
Level 5, 141 Walker St
NORTH SYDNEY NSW 2060
ABN 76 104 485 289
Tel No: +61 2 8907 9000
Fax No: +61 2 8907 9001
arcadis.com
SSS2 ARC CV DWG
LEGENDMPE SITE BOUNDARY
MPE STAGE 2 OPERATIONAL BOUNDARY
PROPOSED STORMWATER CATCHMENTBOUNDARY
CATCHMENT LABEL AND AREA
AREAS SUBJECT TO MPE STAGE 1 WORKS
PR A0220.58ha
*
0
1 : 4000
80 160 240 320 400m
AutoCAD SHX TextAG
AutoCAD SHX TextAG
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AutoCAD SHX TextUL
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AutoCAD SHX TextUL
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AutoCAD SHX TextUL
AutoCAD SHX TextUL
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AutoCAD SHX TextUL
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AutoCAD SHX TextUL
AutoCAD SHX TextUL
AutoCAD SHX TextUL
AutoCAD SHX TextUL
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AutoCAD SHX TextUL
AutoCAD SHX TextUL
AutoCAD SHX TextUL
AutoCAD SHX TextUL
AutoCAD SHX TextPPTR
AutoCAD SHX Text17.03
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AutoCAD SHX Text14.13
AutoCAD SHX Text13.72
AutoCAD SHX Text13.83
AutoCAD SHX Text14.09
AutoCAD SHX Text14.29
AutoCAD SHX Text14.55
AutoCAD SHX Text15.29
AutoCAD SHX Text17.13
AutoCAD SHX Text17.55
AutoCAD SHX Text20.84
AutoCAD SHX Text21.19
AutoCAD SHX Text21.96
AutoCAD SHX Text21.89
AutoCAD SHX Text21.50
AutoCAD SHX Text20.83
AutoCAD SHX Text18.92
AutoCAD SHX Text15.61
AutoCAD SHX Text14.71
AutoCAD SHX Text14.48
AutoCAD SHX Text17.13
AutoCAD SHX Text17.03
AutoCAD SHX Text14.41
AutoCAD SHX Text14.36
AutoCAD SHX Text14.42
AutoCAD SHX Text14.04
AutoCAD SHX Text14.25
AutoCAD SHX Text14.42
AutoCAD SHX Text14.37
AutoCAD SHX Text14.47
AutoCAD SHX Text14.59
AutoCAD SHX Text14.67
AutoCAD SHX Text15.28
AutoCAD SHX Text15.29
AutoCAD SHX Text16.43
AutoCAD SHX Text16.36
AutoCAD SHX Text17.58
AutoCAD SHX Text20.99
AutoCAD SHX Text21.91
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AutoCAD SHX Text20.76
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AutoCAD SHX Text14.51
AutoCAD SHX Text14.60
AutoCAD SHX Text14.76
AutoCAD SHX Text14.56
AutoCAD SHX Text14.33
AutoCAD SHX Text18.31
AutoCAD SHX Text20.78
AutoCAD SHX Text14.13
AutoCAD SHX Text14.60
AutoCAD SHX Text14.39
AutoCAD SHX Text14.41
AutoCAD SHX Text14.36
AutoCAD SHX Text14.42
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AutoCAD SHX Text14.47
AutoCAD SHX Text14.59
AutoCAD SHX Text15.29
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AutoCAD SHX Text17.58
AutoCAD SHX Text20.99
AutoCAD SHX Text21.95
AutoCAD SHX Text21.63
AutoCAD SHX Text20.76
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AutoCAD SHX Text15.50
AutoCAD SHX Text14.60
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AutoCAD SHX Text14.37
AutoCAD SHX Text14.67
AutoCAD SHX Text15.28
AutoCAD SHX Text16.43
AutoCAD SHX Text18.31
AutoCAD SHX Text20.78
AutoCAD SHX Text21.91
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AutoCAD SHX Text20.94
AutoCAD SHX Text19.72
AutoCAD SHX Text18.12
AutoCAD SHX Text15.60
AutoCAD SHX Text14.51
AutoCAD SHX Text14.76
AutoCAD SHX Text14.33
AutoCAD SHX Text16.42
AutoCAD SHX Text0.58
AutoCAD SHX Text0.47
AutoCAD SHX Text0.40
AutoCAD SHX Text0.40
AutoCAD SHX Text0.42
AutoCAD SHX Text0.28
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AutoCAD SHX Text1.13
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AutoCAD SHX Text0.47
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AutoCAD SHX Text1.33
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AutoCAD SHX Text0.69
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